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Category Archives: UDFs
py_ConBeamU and Strand7 check updates-2
Recent work with the py_ConBeamU spreadsheet found that it was returning incorrect results when the last support had a rotation spring restraint. In spite of the checks against Strand7 having 90 different support conditions, none of them included this one, … Continue reading
Posted in Beam Bending, Excel, Link to Python, Newton, PyXLL, Strand7, UDFs
Tagged ConBeamU, Excel, Excel Solver, Maximum deflection, Maximum moment, Strand7 check, UDFs, Units
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Continuous beam animations with VBA and Python
Following a lengthy discussion at Eng-Tips I have developed several functions to generate animations of the effects of applied moving loads. The Python code and examples have been added to the py_ConBeamU.zip file which can be downloaded from: py_ConBeamU.zip Starting … Continue reading
Posted in Animation, Beam Bending, Charts, Excel, Frame Analysis, Link to Python, Newton, PyXLL, UDFs, VBA
Tagged animations, beam analysis, Excel, Fixed-end moments, MatPlotlib, Moving load analysis, Python, PyXLL, py_Conbeamu, Restrained End Moments, UDFs
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py_ConBeamU and Strand7 check updates
Following the previous post, I have updated the py_ConBeamU spreadsheet, and the associated check against Strand7 results. The new files can be downloaded from: py_ConBeamU.zip The download file now includes: For more details of the spreadsheet and included functions see … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Link to Python, Newton, PyXLL, UDFs
Tagged beam analysis, Excel, Fixed-end moments, Python, PyXLL, py_Conbeamu, Restrained End Moments, UDFs
1 Comment
ConBeamU and Strand7 check update
Results of the continuous beam spreadsheet were last checked against Strand7 results 10 years ago. I have now updated this check with the latest version (4.19), which can be downloaded from: ConBeamU.zip The download file now includes: The Strand7 check … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA
Tagged ConBeamU, Excel, Excel Solver, Maximum deflection, Maximum moment, Strand7 check, UDFs, Units, VBA, Working with units.
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py_UMom 1-05
Following the previous post the OptShearCap3600 function has been modified to give correct results with negative bending moments. The revised spreadsheet and Python code can be downloaded from: py_UMom.zip Typical output with negative moment input:
Posted in Beam Bending, Concrete, Excel, Link to Python, Newton, PyXLL, UDFs
Tagged Design for Shear, Excel, longitudinal force due to shear, Python, PyXLL, py_UMom, RC Design Functions, Reinforced Concrete
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